R/LADAKH SOR 2024
Stone Work rates
43 stone work items from the Ladakh Public Works (R&B), effective 2024-08-01.
- Items
- 43
- Lowest rate
- ₹75.11
- Highest rate
- ₹2,15,070.92
- Effective from
- 2024-08-01
S-01/RATE ITEMS43 ITEMS
Stone Work rates in the Ladakh Ladakh Schedule of Rates 2024 run from ₹75.11 to ₹2,15,070.92. Transcribed from UT of Ladakh, Public Works (R&B) Department — Ladakh Schedule of Rates (LSoR) 2024, Order No.58-LA-PW(R&B) of 2024 dated 24.07.2024, operative from 1 August 2024. For reference only: verify against the official source before pricing a bid.
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Unit
43 items. Scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 7.1.1 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) upto plinth level withCement mortar 1:6 (1 cement: 6 coarse sand) | Cum | 6,761.86 |
| 7.2.1 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement: 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the likeCement mortar 1:6 (1 cement: 6 coarse sand) | Cum | 8,467.75 |
| 7.4.1 | Extra for random rubble masonry with hard stone inSquare or rectangular pillars | Cum | 965.56 |
| 7.5 | Extra for random rubble masonry with hard stone curved on plan for a mean radius not exceeding 6 m | Cum | 934.25 |
| 7.6.1 | Coursed rubble masonry (first sort) with hard stone in foundation and plinth withCement mortar 1:6 (1 cement: 6 coarse sand) | Cum | 8,210.02 |
| 7.7.1 | Coursed rubble masonry (second sort) with hard stone in foundation & plinth with: Cement mortar 1:6 (1 cement: 6 coarse sand) Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level | Cum | 7,596.01 |
| 7.8.1 | Masonry work (first sort), in cement mortar 1:6 (1 cement: 6 coarse sand) | Cum | 9,887.53 |
| 7.8.2 | Masonry work (second sort), in cement mortar 1:6 (1 cement: 6 coarse sand) | Cum | 9,273.69 |
| 7.10.1 | Extra for coursed rubble masonry with hard stone (first or second sort) inSquare or rectangular pillars | Cum | 1,079.72 |
| 7.10.2 | Extra for coursed rubble masonry with hard stone (first or second sort) inCircular pillars | Cum | 2,873.10 |
| 7.11 | Extra for coursed rubble masonry with hard stone (first or second sort) curved on plan for a mean radius not exceeding 6 m | Cum | 1,024.36 |
| 7.13.1A | Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement: 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shadeExtra for using white cement Extra labour for lifting of material | Cum | 4,422.98 |
| 7.14.1.1 | Stone work plain ashlar in domes, in super structure upto floor V level in cement mortar 1:3 (1 cement: 3 coarse sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade — One face dressedRed sand stone | Cum | 1,39,997.54 |
| 7.14.1.2 | Stone work plain ashlar in domes, in super structure upto floor V level in cement mortar 1:3 (1 cement: 3 coarse sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade — One face dressedWhite sand stone | Cum | 1,58,695.25 |
| 7.14.2.1 | Stone work plain ashlar in domes, in super structure upto floor V level in cement mortar 1:3 (1 cement: 3 coarse sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade — Both face dressedRed sand stone | Cum | 1,96,107.18 |
| 7.14.2.2 | Stone work plain ashlar in domes, in super structure upto floor V level in cement mortar 1:3 (1 cement: 3 coarse sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade — Both face dressedWhite sand stone | Cum | 2,15,070.92 |
| 7.15.1.1 | Stone work ashlar punched (ordinary) in superstructure upto floor five level in cement mortar 1:6 (1 white cement: 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade — One face dressedRed sand stone | Cum | 86,933.69 |
| 7.15.1.2 | Stone work ashlar punched (ordinary) in superstructure upto floor five level in cement mortar 1:6 (1 white cement: 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade — One face dressedWhite sand stone | Cum | 1,04,298.11 |
| 7.15.2.1 | Stone work ashlar punched (ordinary) in superstructure upto floor five level in cement mortar 1:6 (1 white cement: 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade — Both faced punchedRed sand stone | Cum | 1,03,435.28 |
| 7.15.2.2 | Stone work ashlar punched (ordinary) in superstructure upto floor five level in cement mortar 1:6 (1 white cement: 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade — Both faced punchedWhite sand stone | Cum | 1,22,399.03 |
| 7.16 | Extra for stone work, random rubble / coursed rubble masonry / ashlar masonry above floor V level for every four floors or part thereof | Cum | 1,692.94 |
| 7.17.1 | Extra for plain ashlar or ashlar punched inSquare or rectangular pillars | Cum | 3,509.29 |
| 7.18 | Extra for stone work; plain ashlar or ashlar punched curved on plan with a mean radius not exceeding 6 m | Cum | 2,441.24 |
| 7.19 | Extra for additional cost of centering for arches exceeding 6m span including all strutting, bolting, wedging etc. and removal (area of soffit to be measured) | Cum | 159.42 |
| 7.20.1 | Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement: 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shadeRed sand stone | Cum | 1,17,961.25 |
| 7.20.2 | Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement: 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shadeWhite sand stone | Cum | 1,36,925.00 |
| 7.21.1 | Extra for stone work ashlar sunk or moulded or sunk and moulded or carved inTriangular or Square or rectangular pillars | Cum | 4,577.33 |
| 7.21.2 | Extra for stone work ashlar sunk or moulded or sunk and moulded or carved inCircular or polygonal pillars | Cum | 12,969.11 |
| 7.24 | Extra for stone work (veneer work) curved on plan with a mean radius not exceeding 6 m | Cum | 2,552.21 |
| 7.26 | Providing and fixing stone dowels 10x5x2.50 cm cut to double wedge shape as per design in cement mortar 1:2 (1 cement: 2 coarse sand), including making the necessary chases | Cum | 75.11 |
| 7.29.1 | Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement: 4 coarse sand), including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shadeRed sand stone | Sqm | 1,871.24 |
| 7.29.2 | Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement: 4 coarse sand), including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shadeWhite sand stone | Cum | 1,922.45 |
| 7.31 | Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long | Cum | 7,907.89 |
| 7.32.1 | Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement: 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shadeRed sand stone | Cum | 89,072.59 |
| 7.32.2 | Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement: 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shadeWhite sand stone | Cum | 89,072.59 |
| 7.33.1 | Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement: 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etcRed sand stone | Cum | 14,827.88 |
| 7.33.2 | Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement: 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etcWhite sand stone | Cum | 14,874.83 |
| 7.34 | Extra for laying stone work in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. NOTE:- The quantity will be calculated by multiplying the depth measured from sub-soil water level up to the centre of gravity of stone work under sub - water with the quantity of stone work in cum executed under the sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m, 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored | Metre | 914.13 |
| 7.35 | Extra for laying stone work in or under foul position | Cum | 386.99 |
| 7.38.1.1 | Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade — 8mm thick (mirror polished and machine cut edge)Granite stone of any colour and shade | Cum | 3,413.45 |
| 7.38.1.2 | Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade — 8mm thick (mirror polished and machine cut edge)Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble | Cum | 2,971.61 |
| 7.39.1 | Random rubble masonry with hard stone laid dry in foundation, plinth & wallsLaid without bond stone | Cum | 4,732.86 |
| 7.39.2 | Random rubble masonry with hard stone laid dry in foundation, plinth & wallsLaid with bond stone | Cum | 4,793.46 |
S-02/SOURCE RECORD2024
- ISSUED BY
- Ladakh Public Works (R&B)
- EFFECTIVE
- 2024-08-01
- RETRIEVED
- 2026-07-29
S-03/CHAPTERS28 MORE
Other chapters in this schedule
- Earth work40
- Concrete Work59
- Reinforced Cement Concrete106
- Masonary Work50
- Cladding Work49
- Wood and PVC Work342
- Steel Work53
- Flooring Work110
- Roofing Work123
- Finishing Work134
- Repairs to Building82
- Dismantling and Demolishing60
SHOW ALL 28 CHAPTERS
- Road Work121
- Sanitary Installations210
- Water Supply399
- Drainage68
- Pile Work31
- Aluminium Work33
- Water Proofing25
- River and Canal Protection Work8
- Canal Lining Works31
- Slip Clearance5
- Rain Water Harvasting and Tube Wells37
- Conservation Of Heritage Building7
- Horticulture and Land Scaping31
- Structural Glazing Aluminium Composit Panel5
- New Technologies & Materials166
- Special Items for Ladakh21
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